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Tamil Research Institute RAPID TECHNO-ECONOMIC FEASIBILITY REPORT FOR DEVELOPMENT OF COLACHEL PORT AT TAMILNADU FINAL REPORT Once the wave height has broken, formulas from Dally et al (1985) have been used to calculate the wave height in different points near the coastal line: r 2 1/2 H h h = (1+ ) H b hb hb 2 K 2 h K = s ; r = 5 K H b tan tan 2 tan 1 2 Slope K s 1 / 80 0.100 0.350 1 / 65 0.115 0.355 1 / 30 0.275 0.475 At the depth of -5 m the wave height is 3.3 m, this has been taken for the rubble-mound breakwater design in the part near the coastal line using cubic blocks as armour units. h L tan β K ϒS r α h hb Hb H 5.9 23.379 0.0300 0.275 0.475 8.67 -0.43 5.9 5.9 5.01 5.0086 5.8 22.225 0.0300 0.275 0.475 8.67 -0.43 5.8 5.9 5.015 4.7757 5.75 21.622 0.0300 0.275 0.475 8.67 -0.43 5.75 5.9 5.015 4.6619 5.7 21.000 0.0300 0.275 0.475 8.67 -0.43 5.7 5.9 5.015 4.5519 5.65 20.358 0.0300 0.275 0.475 8.67 -0.43 5.65 5.9 5.015 4.4453 5.6 19.694 0.0300 0.275 0.475 8.67 -0.43 5.6 5.9 5.015 4.3423 5.55 19.004 0.0300 0.275 0.475 8.67 -0.43 5.55 5.9 5.015 4.2427 5.5 18.287 0.0300 0.275 0.475 8.67 -0.43 5.5 5.9 5.015 4.1463 5.45 17.538 0.0300 0.275 0.475 8.67 -0.43 5.45 5.9 5.015 4.0531 5.4 16.754 0.0300 0.275 0.475 8.67 -0.43 5.4 5.9 5.015 3.9631 5.35 15.930 0.0300 0.275 0.475 8.67 -0.43 5.35 5.9 5.015 3.8760 5.3 15.058 0.0300 0.275 0.475 8.67 -0.43 5.3 5.9 5.015 3.7918 5.25 14.130 0.0300 0.275 0.475 8.67 -0.43 5.25 5.9 5.015 3.7105 5.2 13.135 0.0300 0.275 0.475 8.67 -0.43 5.2 5.9 5.015 3.6318 5.15 12.054 0.0300 0.275 0.475 8.67 -0.43 5.15 5.9 5.015 3.5559 5.1 10.864 0.0300 0.275 0.475 8.67 -0.43 5.1 5.9 5.015 3.4824 5.05 9.523 0.0300 0.275 0.475 8.67 -0.43 5.05 5.9 5.015 3.4114 5 7.955 0.0300 0.275 0.475 8.67 -0.43 5 5.9 5.015 3.3427 CP1832-FR-AX-04-CP-Breakwater-Design.Ed1.docx AX04 - 8 www.tamilri.com
Tamil Research Institute RAPID TECHNO-ECONOMIC FEASIBILITY REPORT FOR DEVELOPMENT OF COLACHEL PORT AT TAMILNADU FINAL REPORT Figure 6. Rubble-mound section (Cubic Blocks) A way of checking about the Volume of the Accropodes which have been calculated , CLI has a graph, which shows the relationship between the Significant wave Height as a function of the armour unit volume. The sea bed slope that has been considered is 1%. Specific data as the armour Layer Thickness has been obtained from CLI: The armour layer thickness is a theoretical value obtained by multiplying D n by the thickness coefficient (K t ). The following K t values are applicable for the different CLI concrete units for accropodes. Kt=1.29 CP1832-FR-AX-04-CP-Breakwater-Design.Ed1.docx AX04 - 9 www.tamilri.com
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